Table 4. Summary of maximum undrained... | Emerald Publishing

Table 4.

Summary of maximum undrained Young's moduli (⁠ $E_{\max}^{u}$ ⁠), pore water pressure ratio, ultimate stress states and the corresponding axial strains (in brackets) of the post-cyclic monotonic tests

Test	p′: kPa	q: kPa	r_u0: %	$E_{max}^{u}$ ⁠: MPa	$(\frac{E_{max}^{u}}{p_{ref}}) g / {(\frac{p_{0}'}{p_{ref}})}^{0 \cdot 5}$ *	q_(ult): kPa (ε_a: %)	p′_(ult): kPa	(q/p′)_ult	ϕ′_ult: degrees
DCy-A1	120·2	0	39·9	1265·8	11 471	837·1 (31·5%)	640·4	1·31	33·2
DCy-C1	103·6	30	52·7	1159·4	11 319	1002 (27·8%)	744·9	1·35
DCy-D1	94·8	77·3	65·3	1110·4	11 330	919·5 (22·3%)	705·3	1·30
DCy-D2	47·6	67·2	87·4	936·0	13 483	645·2 (19·5%)	465·9	1·38
DCy-A1-E	143·4	0	64·2	1492·4	12 384	1205·3 (18·8%)	881·0	1·37

Test	p′: kPa	q: kPa	r_u0: %	$E_{max}^{u}$ : MPa	$(\frac{E_{max}^{u}}{p_{ref}}) g / {(\frac{p_{0}'}{p_{ref}})}^{0 \cdot 5}$ *	q_(ult): kPa (ε_a: %)	p′_(ult): kPa	(q/p′)_ult	ϕ′_ult: degrees
DCy-A1	120·2	0	39·9	1265·8	11 471	837·1 (31·5%)	640·4	1·31	33·2
DCy-C1	103·6	30	52·7	1159·4	11 319	1002 (27·8%)	744·9	1·35
DCy-D1	94·8	77·3	65·3	1110·4	11 330	919·5 (22·3%)	705·3	1·30
DCy-D2	47·6	67·2	87·4	936·0	13 483	645·2 (19·5%)	465·9	1·38
DCy-A1-E	143·4	0	64·2	1492·4	12 384	1205·3 (18·8%)	881·0	1·37

*

p_ref, reference pressure (101·3 kPa).